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E51F7BidTabs

& resurfacing, roadway widening, base work, flexible pavement reconstruction, traffic signals, signing/pavement marking, lighting, and Intelligent Transportation Systems from North of CR 42 to North of SE, ASPHALT PAVEMENT, 3" AVG DEPTH 8,398.000 SY 4.60000 38,630.80 4.09000 34,347.82 7.00000 58,786.00 0180 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 15,443.000 SY 3.35000 51,734.05 2.99000 46,174.57 5.80000 89,569.40 0185 0327 70 7 MILLING EXISTING ASPHALT PAVEMENT, 4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e51f7bidtabs.pdf?sfvrsn=e0c8fc92_1

E56C5BidTabs

: The work under this Contract consists of milling and resurfacing sections of asphalt pavement on SR, of pavement markings. Experience: For this Contract the Contractor is required to have at least three (3, PAVEMENT, 1 1/2" AVG DEPTH 29,684.000 SY 4.50000 133,578.00 1.55000 46,010.20 4.50000 133,578.00 0030, 0001 (ASPHALT REPAIR (MECHANICAL) (TN SECTION: 0060 0706 1 3 RAISED PAVEMENT MARKER, TYPE B, 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 29,684.000 SY 3.12000 92,614.08

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e56c5bidtabs.pdf?sfvrsn=d6bcbbe_1

E8U73BidTabs

PAVEMENT 44206215201 (37678.000) SY (LS) 1,000.00000 1,000.00 0.01000 0.01 650,000.00000 650,000.00, 21,930.00 0190 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 690.000 SY 10.00000 6,900.00 18.00000 12,420.00 6.00000 4,140.00 0195 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH 195,136.000 SY 2.90000 565,894.40 2.40000 468,326.40 6.00000 1,170,816.00 0205 0327 70 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/may12/e8u73bidtabs.pdf?sfvrsn=19735d2e_1

D4-07-12-24BSN

, asphalt (milling, resurfacing), pavement markings (detectable warnings, RPM, painted, thermoplastic, PAVEMENT, 1 1/2" AVG DEPTH SY 78,161.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 64.800 0337, PAVEMENT MARKER, TYPE B EA 1,863.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 4.181 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.200 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jul12/d4-07-12-24bsn.pdf?sfvrsn=a981f010_1

20240619_445725-1_SR25_29030

N u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer C, 93 (I-75) at SR 25 (US 41/441) Lanes: Remarks: Pavement Evaluation Coring and Condition Data Cored, :10.450 Pavement Evaluation Coring and Condition Data State Road No.: SR 25 From South of SR 93, M i l e P o s t Beg. MP 9.760 L a n e W h e e l P a t h Pavement Layer B, ) to US 41 / US 441 (SR 25) W h e e l P a t h Pavement Layer To North of SR 93 Inside

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/29/20240619_445725-1_sr25_29030.pdf?sfvrsn=6422f5d4_1

20240619_445725-2_SR25_29030

N u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer C, 93 (I-75) at SR 25 (US 41/441) Lanes: Remarks: Pavement Evaluation Coring and Condition Data Cored, :10.450 Pavement Evaluation Coring and Condition Data State Road No.: SR 25 From South of SR 93, M i l e P o s t Beg. MP 9.760 L a n e W h e e l P a t h Pavement Layer B, ) to US 41 / US 441 (SR 25) W h e e l P a t h Pavement Layer To North of SR 93 Inside

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/29/20240619_445725-2_sr25_29030.pdf?sfvrsn=b156697e_1

20240430_210292-3_SR320_34150

IN FIELD DUE TO MOT & ROADWAY PAVING Pavement Evaluation Coring and Condition Data Cored By: D2, e W h e e l P a t h Pavement Layer C o r e L e n g t h B a s e T y p e, e l P a t h Pavement Layer C o r e L e n g t h B a s e T y p e Crack P, : Pavement Evaluation Coring and Condition Data Cored By: D2- Materials 04/30/24 Page Typical Section, 2.2 0.7 4.4 SSG G Pavement Evaluation Coring and Condition Data Cored By: D2- Materials 04/30/24

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/34/20240430_210292-3_sr320_34150.pdf?sfvrsn=c8d258af_1

2830403int

PAVEMENT BASE (REV 5-8-24) SECTION 283-1 is deleted and the following substituted: 283-1 Description. Construct a base course composed of reclaimed asphalt pavement (RAP) material. Use RAP, requirements: Recycled Asphalt Pavement (RAP, by either milling or crushing an existing asphalt pavement. Use material so that at least 97, a Department project and the composition of existing pavement is known, the Engineer may approve

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/2830403int831a4126-0c8f-4708-bb20-662adbda7b7b.pdf?sfvrsn=58c39212_1

20240626_424482-3_SR230_28050

/leave slab of bridge * Rut depth checked in field by D2 Materials Remarks: Pavement Evaluation, o r e N u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement, P 38 3.000L1N 1.9 0.50.9 3.3CONC F S= Single crack 2 Pavement Evaluation Coring and Condition, h e e l P a t h Pavement Layer Beg. MP Length: 3.464 Outside:4' paved C o r e L e, P 17 3.005 L1 N 2.61.4 1.3 1.0 6.3 CONC 1.7B II L P Pavement Evaluation Coring and Condition

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/28/20240626_424482-3_sr230_28050.pdf?sfvrsn=b934cf8a_1

E3Y21-R0

and multi-post) installation and or removal of thermoplastic pavement markings, permanent tape and reflective pavement markers within the Departments right of way in Escambia, Santa Rosa and Okaloosa, 2.000 0710- 11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 25.000 Page 7, Description Unit Quantity 0710- 11-331 PAINTED PAVEMENT MARKINGS, STANDARD,BLACK, SKIP, 6" GM 5.000, , SKIP, 6" GM 2.000 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/oct10/e3y21-r0.pdf?sfvrsn=ad95e47a_1

E53F3BidTabs

, manholes, culvert, endwalls, MES), pavement markings (detectable warnings, painted, thermoplastic, EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 9,064.000 SY 8.20000 74,324.80 3.25000 29,458.00 4.00000 36,256.00 0175 0327 70 3 MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH 10,822.000 SY, PAVEMENT, 2" AVG DEPTH 5,918.000 SY 7.20000 42,609.60 2.45000 14,499.10 4.00000 23,672.00 0185 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 321,374.000 SY 2.00000 642,748.00

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/nov05/e53f3bidtabs.pdf?sfvrsn=6ff0f2fb_1

2000502-724IMPL

for Shoulder Pavement: Unless otherwise permitted, complete all rock base shoulder construction at any particular location before placing the final course of pavement on the traveled roadway. When, capable of scarring or contaminating the pavement surface on the adjacent pavement. Immediately sweep, Test Name Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts, as not to affect the overall ride quality, traffic safety, and surface drainage characteristics of the pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/2000502-724impl.pdf?sfvrsn=5c951df0_1

Geosynthetic Sample Login

• Ditch Pavement (Rubble Riprap) without bedding stone • Other D-2: • Revetment (Standard) • Articulating Block • Gabions • Rock, Rubble, and Broken Concrete with bedding stone • Ditch Pavement, • Sheet Piling Filter • Filter Fabric Jacket (Culvert) • Box Culvert Joints • Concrete Pavement, Pavement • Ditch Pavement (Sand-Cement Riprap or Concrete) • Coarse Aggregate Wrap • Other D-5, under a separate category (e.g. a geotextile used for a D-2 / Ditch Pavement and for a D-3 / Sheet

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/matspecific/geosynthetic-sample-login.pdf?sfvrsn=fb910fe4_4

E6Q06

EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 3,555.000 0337- 7- 83 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG 76 -22 TN 335.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 4.400 0522- 2- CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 36.000 0523- 3- PATTERNED PAVEMENT SY 25.000 Page 6, IN AID OF CONSTRUCTION (CIAC), KES (DO NOT BID) (44975615201) LS 1.000 0710- 11-123 PAINTED PAVEMENT, ASSEMBLY, REMOVE EA 1.000 0705- 10- 1 OBJECT MARKER, TYPE 1 EA 3.000 0706- 1- 3 RAISED PAVEMENT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/sep25/e6q06.pdf?sfvrsn=5345b99e_1

E6P67

PAVEMENT, 1" AVG DEPTH SY 13.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, MARKER, TYPE 1 EA 13.000 0705- 11- 1 DELINEATOR, FLEXIBLE TUBULAR EA 7.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,713.000 0710- 12-290 PAINTED PAVEMENT MARKINGS, DURABLE PAINT, YELLOW, ISLAND NOSE SF 68.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (44994715201) LS 1.000 0711, PAVEMENT, RAILROAD DYNAMIC ENVELOPE LF 908.000 0711- 16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/nov20/e6p67.pdf?sfvrsn=fcbf1f97_1

Geosynthetic Sample Logging instructions Rev. 12.16.2025

Document D-1: • Revetment (Special) • Rock, Rubble without bedding stone • Ditch Pavement (Rubble, • Rock, Rubble, and Broken Concrete with bedding stone • Ditch Pavement (Rubble Riprap) with bedding, • Filter Fabric Jacket (Culvert) • Box Culvert Joints • Concrete Pavement Subdrainage • Joint Cover for MSE Wall with Sand or Limerock Backfill • Other D-4: • Slope Pavement • Ditch Pavement, category (e.g. a geotextile used for a D-2 / Ditch Pavement and for a D-3 / Sheet Piling Filter

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/matspecific/geosynthetic-sample-logging-instructions-rev-12-16-2025.pdf?sfvrsn=53f3a05a_1

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